Development of moment rotation capacity numerical procedure for FRP plated steel section

Fiber Reinforced Polymer (FRP) is a popular subject in retrofitting nowadays. It is
always associated with worked on enhancing the performance reinforced concrete and also steel
structure. This paper highlights the theoretical works on FRP plated steel beams in terms of debonding
failure. The program used to develop the analytical procedure is Microsoft Excel
Spreadsheet. The program has been used before is FOTRAN and another program will be
develop to study the behavior and performance of FRP plated steel section using spreadsheet.
The validation of this study will be based on the parameters adopted from tbe previous study
witb addition of the current practice standards. Plated steel section used is 1-beam with the FRP
plate is reinforced on the bottom flange of the beam. The procedure will begin from cross section
analysis, span analysis before it can be completed with the moment-rotation analysis.